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多因素数学模型在温州瓯江口浅滩围涂工程研究中的应用
引用本文:李孟国,秦崇仁,蒋厚武.多因素数学模型在温州瓯江口浅滩围涂工程研究中的应用[J].水运工程,2005(4):62-66.
作者姓名:李孟国  秦崇仁  蒋厚武
作者单位:1. 天津大学建筑工程学院,天津,300072;交通部天津水运工程科学研究所,天津,300456
2. 天津大学建筑工程学院,天津,300072
3. 交通部天津水运工程科学研究所,天津,300456
基金项目:中国博士后科学基金(编号2003034327).
摘    要:建立了波浪、潮流、盐度、悬沙、底床冲淤等多种因素数学模型,在模型验证的基础上,对瓯江口温州浅滩围涂工程海区的波浪场、潮流场、盐度场、悬沙场、底床冲淤场进行了数值模拟研究,对温州浅滩围涂工程对瓯江泄洪、瓯江南北口分流比、乐清湾养殖业、瓯江口港口航道及状元岙深水区、南口口外滩地的影响进行了分析论证。分析研究结果表明,温州浅滩围涂工程是可行的。

关 键 词:数学模型  波浪  潮流  盐度  悬沙  冲淤  瓯江口  温州浅滩
文章编号:1002-4972(2005)04-0062-05
修稿时间:2005年1月11日

Application of Multi-elements' Mathematical Model in the Study on Reclamation of Wenzhou Shoal at Oujiang Estuary
LI Meng-guo,QIN Chong-ren,JIANG Hou-wu.Application of Multi-elements'''' Mathematical Model in the Study on Reclamation of Wenzhou Shoal at Oujiang Estuary[J].Port & Waterway Engineering,2005(4):62-66.
Authors:LI Meng-guo  QIN Chong-ren  JIANG Hou-wu
Institution:LI Meng-guo1,2,QIN Chong-ren1,JIANG Hou-wu2
Abstract:Mathematical models of multi-elements, i.e. wave,tidal flow,salinity,suspended sediment and seabed erosion and siltation,are set up. On the basis of model verification and calibration by field data,wave field,tidal flow field,salinity field,suspended sediment field and seabed erosion and deposition field of Oujiang Estuary,where large-scale reclamation project of Wenzhou Shoal will occur,are numerically simulated. According to the results,of which the influences of reclamation project on the flood discharge of Oujiang River,on the splitting ratio of the north branch and south branch of Oujiang Estuary,on the aquatic product breeding industry of the Yueqing Bay,and on the harbors and navigation channels at Oujiang Estuary are demonstrated. The result of study proves that the reclamation project of Wenzhou Shoal is technically feasible.
Keywords:mathematical model  wave  tidal flow  salinity  suspended sediment  seabed erosion and siltation  Oujiang Estuary  Wenzhou Shoal
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